一种研制高可靠沥青混凝土混合料的先进方法

IF 0.8 Q4 METALLURGY & METALLURGICAL ENGINEERING
S. Kosparmakova, Zh. A. Shashpan, M. Guler
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引用次数: 0

摘要

介绍了路面超铺施工新技术。该技术从一开始就以哈萨克斯坦的奇姆肯特城市道路为例进行了路面温度的计算。高质量的材料计算是利用精确城市的新气候数据进行的。一种新的方法方法将根据2000年至2020年(20年)特定城市的气象数据,使用专门开发的PG等级计算来确定沥青粘合剂等级的最准确选择。本标准将考虑到共和国的气候特点,制定用传统方法对原始沥青和改性沥青进行沥青粘合剂测试的要求,如渗透、软化点、闪点和燃点测试。目前,最常见的沥青粘合剂的渗透等级为70-100,这意味着在奇姆肯特的最高温度(+41.3°C)和最低温度(-17.8°C)下使用是不正确的。考虑到沥青混凝土表面的设计温度和操作条件,研究结果将有助于决定聚合物改性粘合剂的使用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An advanced method for the development of highly reliable asphalt concrete mixture
This paper introduces the new technology of road construction pavement Superpave. From the beginning of the technology, the method of calculation of road pavement temperature has been taken as an example on the Shymkent city road in Kazakhstan. The material calculation for high quality was conducted with the new climate data of the exact city. A new methodological approach will determine the most accurate selection of bitumen binder grades using a specifically developed PG Grade calculation based on the meteorological data for the period from 2000 to 2020 (20 years) for the specific city. This will be intended to establish requirements for bitumen binders testing by the traditional method for both original and modified bitumen, such as penetration, softening point, and flash and fire point tests, taking into account the climatic characteristics of the republic. Today, have to be accounted that the most common bitumen binder is a 70-100 penetration rating, which means that quite incorrect to use at the highest temperature in Shymkent at +41.3°C and with the lowest temperature at -17.8°C. The results will help to decide on the use of polymer modification of binders, taking into account the design temperatures and operating conditions of asphalt concrete surfaces.
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